A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Fire Research on Seismically Damaged Concrete Beams Repaired with Epoxy Adhesives
The behavior of epoxy-repaired concrete beams during fire exposure is discussed. The shear failures in small beams are examined, and it is noted that shear failure generally occurs through epoxy-repaired cracks at temperatures exceeding 150F. Failure loads decrease with increasing temperature due to presence of shear-type failure mode for epoxied specimens. When epoxy-repaired beams failed in pure flexure, the ultimate strengths were not significantly affected by temperature. Construction, repair, and experimental testing are described for four large-scale specimens: two rectangular and two T-shaped cross sections.
Fire Research on Seismically Damaged Concrete Beams Repaired with Epoxy Adhesives
The behavior of epoxy-repaired concrete beams during fire exposure is discussed. The shear failures in small beams are examined, and it is noted that shear failure generally occurs through epoxy-repaired cracks at temperatures exceeding 150F. Failure loads decrease with increasing temperature due to presence of shear-type failure mode for epoxied specimens. When epoxy-repaired beams failed in pure flexure, the ultimate strengths were not significantly affected by temperature. Construction, repair, and experimental testing are described for four large-scale specimens: two rectangular and two T-shaped cross sections.
Fire Research on Seismically Damaged Concrete Beams Repaired with Epoxy Adhesives
J. M. Plecnik (author) / J. Plecnik (author) / A. Diba (author) / J. Howard (author) / J. Hiremagalur (author)
1983
110 pages
Report
No indication
English
| British Library Online Contents | 2010
| Taylor & Francis Verlag | 2025